Langenegger v. Carlsbad Irrigation District

483 P.2d 297, 82 N.M. 416
CourtNew Mexico Supreme Court
DecidedMarch 29, 1971
Docket9026
StatusPublished
Cited by8 cases

This text of 483 P.2d 297 (Langenegger v. Carlsbad Irrigation District) is published on Counsel Stack Legal Research, covering New Mexico Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Langenegger v. Carlsbad Irrigation District, 483 P.2d 297, 82 N.M. 416 (N.M. 1971).

Opinion

OPINION

OMAN, Justice.

Respondent-appellant, New Mexico State Engineer (hereinafter referred to as Engineer) , after conducting a hearing, entered his decision approving the applications of appellant-applicants (hereinafter referred to as applicants), to supplement their rights to irrigation waters from the Pecos River, by diverting through wells, waters from the artesian aquifer of the Roswell Underground Basin. The protestant-appellee (hereinafter referred to as protestant), thereupon appealed the decision of the Engineer to the District Court of Chaves County, and the case was tried de novo by that court, as provided in Article XVI, § 5, Constitution of New Mexico.

The applicants and Engineer have now taken an appeal from a judgment entered by the District Court in favor of protestant and denying the applications. We reverse.

The following facts were found by the trial court, are supported by substantial evidence, and are not seriously disputed by applicants and the Engineer. Applicants are the owners of rights to waters from the Pecos River for the irrigation of 966.09 acres of farm lands in Chaves County. The rights for the irrigation of 316.09 of these acres have a priority date of July 25, 1908, and the rights for the irrigation of the remaining 650 acres have a priority date of March 22, 1912. The amount of water required to irrigate the 966.09 acres is approximately 2,900 acre feet per year.

The waters of the Pecos River, at the points of applicants’ diversions thereof, consist of base flows and flood flows. The base flows are the waters which have passed through an aquifer before entering the river and its tributaries. The two aquifers here involved are: (1) the artesian aquifer of the Roswell Underground Basin, and (2) the shallow aquifer which is also referred to as the Valley Fill. In most of the basin, a formation known as the Chalk Bluff, or Red Beds, is encountered between the artesian aquifer and the shallow aquifer. This formation is a semi-confining layer which slows leakage from the artesian aquifer to the shallow aquifer above, and, thus, contributes to the artesian conditions of the lower, or San Andres Limestone aquifer. See Templeton v. Pecos Valley Artesian Conserv. Dist., 65 N.M. 59, 332 P.2d 465 (1958), in which the structures of the basin are described.

■ The flood flows are waters resulting from falls of precipitation within the river drainage and which flow over the surface area thereof until their entry into the river.

During the months of April to September, inclusive, for the period 1906 to 1914, the base flow averaged 18% and the flood flow 82% of the total river flow. During these years the monthly average of the base flow ranged from 2% of the total river flow in Aiigust of 1908 to 98% thereof in April of-1910.

The base flow of the river, for the period .1905 to 1914, averaged 76,060 acre feet per annum, and for the period 1956 to 1965, this flow averaged 26,300 acre feet per annum. Approximately 70% of this base flow entered the river above applicants’ points of diversion, and only aproximately one-third thereof reached these diversion points each year during the irrigation season, which is from April 1 through September 30.

During the irrigation season of 1908, the year within which the priority date of a portion of applicants’ rights was fixed (July 25, 1908), only 9% of the river water available at applicants’ points of diversion was base flow and 91% was flood flow. During the irrigation season of 1912, the year within which the priority date of the remaining portion of applicants’ rights was fixed (March 22, 1912), the river water available at the points of diversion was 22% base flow and 78% flood flow.

All of the waters of the Roswell Underground Basin are now fully appropriated. There are rights to divert 88,775 acre feet of water per annum from the basin with priority dates earlier than July 25, 1908, and rights to divert 303,684 acre feet of water therefrom with priority dates subsequent to July 25, 1908.

There are rights to divert 160,712 acre feet of water per annum from the basin with priority dates earlier than March 22, 1912, and rights to divert 231,747 acre' feet per annum with priority dates subsequent to March 22, 1912.

Withdrawals of water from the basin have substantially reduced the base flow reaching applicants’ points of diversion, and this reduction has resulted in shortages of water for the irrigation of applicants’ lands during recent years.

From the foregoing recited facts, the trial court concluded that to the extent applicants should be permitted to take more than 9% of their total water rights with the priority date of July 25, 1908, and more than 22% of their total water rights with the priority date of March 22, 1912, from the proposed wells, they would, in effect, be accomplishing a new appropriation from the waters of the Roswell Underground Basin and would thereby impair existing rights. We differ with this conclusion.

Except as above indicated by the recited facts, and as hereinafter discussed, the question of priorities was not involved in these proceedings. The base flow, at the points of applicants’ diversions from the river, was at all times adequate to supply the rights of applicants.

It is apparent from the foregoing recited facts, and it is not disputed in the evidence thereon, that the base flow constitutes the relatively stable waters of the river. The flood flows constitute waters which fluctuate greatly in quantity from time to time. As shown by the above recited facts found by the trial court concerning the base flow for the months of August 1908 and April 1910, this base flow, and necessarily the flood flow also, fluctuated from 2% to 98% of the total river flow during the months of April through September, and this fluctuation is very largely, if not almost entirely, due to the fluctuation in the precipitation during these months in the river drainage area. However, as expressly fo'und by the trial court, there has been a substantial reduction in recent years of the base flow into the river by reason of withdrawals from the basin. These withdrawals occur very largely during the irrigation season, and this reduction in the base flow has resulted in shortages of water for the irrigation of applicants’ lands.

Applicants are appropriators of water from the mainstream or channel of the Pecos River, and, as such, are entitled, subject to the rights of other appropriators, to rely and depend upon all the sources which feed the main stream above their points of diversion, all the way back to the farthest limits of the water shed. Templeton v. Pecos Valley Artesian Conserv. Dist., supra; Richlands Irr. Co. v. Westview Irr. Co., 96 Utah 403, 80 P.2d 458 (1938). They are not limited to pursuing a particular portion or percentage of these waters which may have been accumulated in a particular body, rivulet, arroyo, etc., before being discharged into the main stream.

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Bluebook (online)
483 P.2d 297, 82 N.M. 416, Counsel Stack Legal Research, https://law.counselstack.com/opinion/langenegger-v-carlsbad-irrigation-district-nm-1971.